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In this paper the features of constructional details and behaviors of double thin-wall piers of continuous rigid frame bridges were firstly analyzed. According to the condition of deformation compatibility, a relationship between the inner forces on the coping of pier and the single inner forces of the double thin wall pier was established.

本文首先从双薄壁墩的结构和受力特点出发,根据主梁与双薄壁墩的共同变形协调条件,建立墩顶内力与双薄壁桥墩单墩内力之间的关系,考虑强度和稳定约束,建立基于通用有限元程序的双薄壁墩墩中距和壁厚的优化数学模型。

As a matter of fact, I just now did not look at your piers and beams at all. I was checking the run of the river and the physiognomy here. I composedly translated his unhurried English into Chinese.

其实我刚才根本就没看你们的桥墩和桥梁,我是在查看这里的河水走向和地理地貌。

The irrepressible Bloom, who also had a shrewd suspicion that the old stager went out on a manoeuvre after the counterattraction in the shape of a female who however had disappeared to all intents and purposes, could by straining just perceive him, when duly refreshed by his rum puncheon exploit, gaping up at the piers and girders of the Loop line rather out of his depth as of course it was all radically altered since his last visit and greatly improved.

布卢姆简直克制不住自己了。他机警地怀疑,这个老手兴许是被女人这一对抗物所吸引而出去做了一番军事演习的。然而这时那个女人实际上早已消失得无影无踪了。他定睛一看,才勉强辨认出那个灌了一肚子朗姆酒、精神随之而振的水手,正毋宁说是出神地仰望着环行线的陆桥桥墩和纵梁。当然自从他最后一次踏访,这里已大大地改建,面目一新了。

The results of example indicate that the effects of geometric non-linear and the elastic deformation of foundation should be not neglected.

算例计算结果表明,对弹性地基高桥墩的设计计算,几何非线性及地基弹性变位的影响均不可忽视。

Secondly, in the trapezoidal channel which profile is that the base width is 20cm, the depth of channel is 20cm, the slope coefficient 1.0, and U-shaped channel which profile is that the depth of channel is 40cm, the radius of bottom circular arc, the external dip angle α of abutment wall is 8°, the article does a series of experiment researches on many of cylinder measuring flumes, such as circular, pier shaped, elliptic and diamond cylinder flumes, and discusses the variance of discharge coefficient, submergence factor, backwater height, head loss and critical submergence degree for each of cylinder measuring flume. On this basis, the article optimizes the structure shape of the cylinder measuring flume further.

然后,在底宽为20cm、渠深为35cm、边坡系数为1.0的梯形断面渠道和渠深为40cm、底部圆弧半径为15cm、边墙外倾角α=8°的U形渠道上,对圆柱形、桥墩形、椭圆柱形和菱柱形等多种柱形量水槽进行一系列的试验研究,探讨各种形式柱形量水槽的流量系数、淹没系数、壅水高度、水头损失、临界淹没度等变化规律,在此基础上,对柱形量水槽的结构形式作进一步优化分析。

Net Framework to develop Windows software for the capacity of bridge prevent-flood which uses two different kinds of scouring depth: Melville and Coleman Method and CSU Method. Calculate the partial scouring effect to the pier when the flood scours, and then to understand the situation of foundation exposedness. According to the analysis of calculation, determine the safety of bridge, and maintain at the right moment.

Net的软体平台上采用C#程式语言开发一套桥梁耐洪能力电脑辅助评估系统,利用两种不同计算冲刷深度的方法,分别为Melville and Coleman计算方法及CSU计算方法,去计算当洪水冲刷时,对桥墩所造成的局部冲刷深度影响,进而了解基础裸露的情况,并且由计算分析结果,判读桥梁的安全性,适时於予维护。

The hyperbolic variable sections viaduct piers are applied in new Wuhan station of Wuhan-Guangzhou passenger dedicated line,which can break through traditional theory about plane fair-faced concrete in architectural design as to get decorative effects combined with fair-faced concrete of beam making one integrated mass.

武广客运专线新建武汉站站房高架桥桥墩设计为双曲变截面,在建筑外观设计中突破了传统的平面饰面清水混凝土设计理念,而突显双曲面的饰面清水效果,以达到与梁体饰面清水混凝土浑然一体的装饰效果。

In order to acquire the spatial stress distribution of the pier-beam fixed joint , a pier-beam fixed joint finite element space model is established and analyzed in different loading cases.

为掌握石板坡大桥墩梁固结点的三维应力状态,建立了墩梁固结点结构分析的空间有限元模型,根据施工过程中及成桥后的工况,分别进行了空间有限元计算,得到了墩梁固结点在三种工况下的应力分布情况,检验了设计的安全性与合理性,提出了改善墩梁固结点应力的措施和方法,为设计和施工提供了科学的依据。

The mechanism of air float for the large diameter cylinder shell structure and the calculation of air flotage are introduced in this paper.

钢筋混凝土大直径圆筒适合作为软土地基上重力式结构的基础和挡土、挡水结构,如码头、防波堤、桥墩等。

A new type of rigid connection of steel girder and reinforced concrete pier of a bridge is proposed.

提出了一种新型的桥梁钢梁与钢筋混凝土桥墩的刚节点联结形式。

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